HomeMy WebLinkAbout1.8-6444 Ph 10GENERAL NOTES
CONDUIT TRENCHING AND BACKFILL:
1 ALL DIMENSIONS AND LOCATIONS ARE ESTIMATED, APPROXIMATE AND MAY BE SUPERSEDED BY A JOINT
TRENCH DRAWING. REFER TO THE JOINT TRENCH COMPOSITE DRAWING FOR EXACT TRENCH LOCATION.
2. MAINTAIN MAXIMUM PRACTICABLE HORIZONTAL CLEARANCE BETWEEN PG&E FACILITIES AND 'WET" UTILITIES
(WATER, SEWER, STORM DRAIN, ETC.). THE MIN. ALLOWABLE SEPARATION BETWEEN PG&E FACILITIES AND
ANY PARALLEL "WET" UTILITY IS 3/FEET. WITH A PRESENCE OF 1/FT. OR UNDISTURBED EARTH OR THE
INSTALLATION OF A SUITABLE BARRIER. THIS MEASUREMENT IS BETWEEN THE OUTER EDGE OF THE PG&E
FACILITY AND THE OUTER EDGE OF THE PARALLEL "WET' FACILITY, IF 3/FT CANNOT BE MAINTAINED, A
FORMAL VARIANCE MUST BE OBTAINED FROM PG&E WORK WITH THE PG&E INSPECTOR (REFERENCE PG&E
UO STANDARD S5453).
3• BOX, PAD, AND CONDUIT SIZES AND LOCATIONS SHALL CONFORM TO THE PG&E ELECTRIC CONSTRUCTION
DRAWING.
4. PROVIDE LONG CONDUIT SWEEPS WHERE INDICATED. RECOMMENDEDS WEEP RADIUS (10OF RADIUS PER
INCH OF CONDUIT DIAMETER) EXAMPLE: 4' CONDUIT = 40' RADIUS.
5. DO NOT EXCEED 30O DEGREES OF BENDS IN CONDUIT RUNS. SECONDARY CONDUIT RUNS LESS THAN 200'
IN LENGTH ALLOW 315 DEGREES (INCLUDING FEED LOCATION).
6. MANUFACTURED BENDS OR APPLICATION OF HEAT SHALL NOT BE USED TO OBTAIN LONG CONDUIT SWEEPS.
7. ALL CONDUITS SHALL BE PROVEN AND A POLYESTER PULLING TAPE INSTALLED.
8. MANUFACTURED BENDS ARE NOT TO BE CUT, SHORTENED, OR ALTERED IN ANY WAY.
9. IDENTIFY ENDS OF BURIED CONDUIT WITH AN ELECTRONIC MARKER AND A VERTICAL CONDUIT SCRAP
INSTALLED FROM RIGID CAP TO GROUND LEVEL.
10. CONDUITS ENTERING PRIMARY BOXES SHALL BE AT A RIGHT ANGLE TO THE WINDOW OR WALL.
11. STUB CONDUITS AT RISER POLES IN QUADRANTS AS SHOWN. ATI DENTIFIED POLE LOCATIONS, THE
TRENCHING AGENT IS TO EXCAVATE TO TRENCH DEPTH AND INSTALL A 3011DIAMETER CARDBOARD TUBE. THE
RISER CONDUIT BEND IS TO BE PLACED OUTSIDE AND ADJACENT TO THE TUBE AT THE POLE QUADRANT
INDICATED. BACKFILL AROUND AND INSIDE TUBE WITH CLEAN NATIVE FILL.
12. LS2 STREET LIGHT CONDUIT GOING TO PG&E BOXES OR PEDESTALS NOT DESIGNATED AS P.O.S. (INCLUDING
TRANSFORMERS) WILL NOT BE ACCEPTED OR CONNECTED.
1J. ONLY ONE LS2 STREET LIGHT (P.O.S.) CONNECTION PER BOX OR PEDESTAL.
LAND RIGHTS AND EASEMENTS:
14. APPLICANT TO PROVIDE ADEQUATE P.U.E'S AND/OR ROW'S FOR PG&E FACILITIES. ANY ADDITIONAL REQUIRED
RIGHTS OF WAY ARE TO BE SURVEYED AND DOCUMENTED BY PG&E AT THE APPLICANT'S EXPENSE.
SAFETY AND WORKMANSHIP:
15. NOTIFY USA (81 1) 48 HOURS PRIOR TO DIGGING FOR UNDERGROUND LOCATING.
16. 48 HOUR NOTICE REQUIRED FOR UNDERGROUND INSPECTION.
17. MATERIALS AND WORKMANSHIP SHALL BE FIRST QUALITY IN EVERY RESPECT, PLUMB AND TRUE, AND
ACCORDING TO THE .SPECIFIC REQUIREMENTS OF THE DRAWINGS AND THE ABOVE APPLICABLE NOTES AND
SPECIFICATIONS.
18. THE APPLICANT IS TO VERIFY ALL PROPOSED INSTALLATIONS, CONDITIONS & SPECIFICATIONS PRIOR TO
COMMENCING WITH ANY PORTION OF WORK. ANY DISCREPANCIES, DELETIONS OR INCONSISTENCIES ARE TO
BE REPORTED TO THE PG&E REPRESENTATIVE IMMEDIATELY. THE APPLICANT SHALL COMPLY WITH ALL
APPLICABLE SPECIFICATIONS. ANY VARIATIONS FROM PLANS OR SPECIFICATIONS RELIEVES PG&E OF ALL
RESPONSIBILITY FOR THE SUBSTRUCTURE OR DESIGN.
AB
"RECORD DRAWINGS" CORRECTED]DATE
BY BASIS OF BEARINGS
BENCHMARK
PREPARED BY
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THE BASIS OF BEARINGS FOR THIS MAP IS THE
CENTERLINE OF PALADINO
BRONZE CAP IN 9" CONCRETE
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DRIVE DRIVE BEING
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PAD 14.5' N.W. OF STREET SIGN
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FILED IN BOOK 53, PAGE 130 OF PARCEL MAPS, N
AND 51.50' FROM CENTERLINE OF
HIGHWAY 178 AND LENE PLACE.
ENGINEERING SURVEYING
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THE OFFICE OF THE KERN COUNTY RECORDER,
CALIFORNIA.
U.S.G.S. Y-292, ELEV. 540.247
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Exp. 3/31/18
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REVISION APPROVED
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REVIEWED & APPROVED BY
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APPROVED BY
NICHOLAS FIDLER - ACTING PUBLIC WORKS DIRECTOR DATE
ASSISTANT PUBLIC WORKS DIRECTOR DATE R.C.E. / 61069 EXPIRES. 12/31/16 _
MAP DATE IDENTIFIER
DATE OF LATEST CHANGE TO THIS MAP
09/27/16 BY: BE
DATE OF THIS PLOT
09 28 16
CITY OF BAKERSFIELD, CALIFORNIA
COMPOSITE UTILITY MAP
TRACT N0. 6444
PHASE 10
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